EP0439252A2 - Wandpanelen, ihr Bauverfahren und damit errichtete Gebäude - Google Patents

Wandpanelen, ihr Bauverfahren und damit errichtete Gebäude Download PDF

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Publication number
EP0439252A2
EP0439252A2 EP91300089A EP91300089A EP0439252A2 EP 0439252 A2 EP0439252 A2 EP 0439252A2 EP 91300089 A EP91300089 A EP 91300089A EP 91300089 A EP91300089 A EP 91300089A EP 0439252 A2 EP0439252 A2 EP 0439252A2
Authority
EP
European Patent Office
Prior art keywords
wall panel
wall
load
support means
upper edge
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Ceased
Application number
EP91300089A
Other languages
English (en)
French (fr)
Other versions
EP0439252A3 (en
Inventor
John Kelway Tanner
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
TANNER, JOHN KELWAY
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to EP96113609A priority Critical patent/EP0743404B1/de
Publication of EP0439252A2 publication Critical patent/EP0439252A2/de
Publication of EP0439252A3 publication Critical patent/EP0439252A3/en
Ceased legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/70—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood
    • E04B2/701—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with integrated supporting and obturation function
    • E04B2/705—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with integrated supporting and obturation function with longitudinal horizontal elements placed between columns

Definitions

  • This invention relates to wall panels, to methods of construction of wall panels and to buildings constructed from wall panels.
  • a log wall It is known for a log wall to be formed from a plurality of wooden logs.
  • the logs which make up the log wall are generally unstable and tend to shrink even if they have been kiln dried prior to use.
  • the shrinkage or settlement of logs usually has a two-fold effect. Firstly, gaps are created between the logs making up the log wall, thus rendering any house comprising the log wall drafty and susceptible to water leakage. This necessitates a continuous blocking of the gaps.
  • settlement of the logs in the outer walls of a log construction results in a reduction in height of the walls, which in turn affects the position of any structures supported by the walls. This tends to destabilise the entire construction, often also resulting in the non-closure of doors and windows.
  • a wall panel comprises a wall element and at least two upright support elements, the wall element being movable relative to the support elements, and at least one support means for supporting a load above the upper edge of the wall panel irrespective of vertical movement between the upper edge of the wall panel and the load.
  • the support means is adapted to support the load with a substantially constant force irrespective of vertical movement between the upper edge of the wall panel and the load.
  • the support means may be an automatic mechanical jack, a hydraulic jack or a spring jack.
  • a plurality of the support means mounted at positions equidistant from one another, may be mounted on the upper edge of the wall panel.
  • Each upright support element preferably defines at least one channel within which an edge of the wall element is slidably received.
  • the wall element has tongues extending from its opposed upright edges, each tongue being slidably received within the channel defined in the respective upright support element.
  • the wall element preferably comprises a plurality of elongate members stacked one on top of the other. The elongate members are preferably movable in an upright plane relative to one another and to the upright support elements.
  • the wall panel may rest on a base member which supports the lower edge of the wall panel - a ringbeam, which may be made up of several ringbeam elements, may be positioned between the support means and the load.
  • the elongate wall elements and the upright support elements are preferably made of wood and are preferably treated with a preservative to render them less susceptible to climatic changes.
  • a method of constructing a wall panel comprises the steps of erecting at least two upright support elements, placing a wall element between the upright support elements so that it is movable relative to the upright support elements and mounting at least one support means for supporting a load above the upper edge of the wall panel, the support means being capable, in use, of supporting the load irrespective of vertical movement between the upper edge of the wall panel and the load.
  • a building comprises a plurality of wall panels each embodying the invention with the load being constituted by a roof or an upper storey of the building.
  • the wall panels 10 illustrated in Figures 1 and 2 each comprise a base plate 12, a plurality of wooden logs 14, a pair of standards 16 and 26, and at least one jack 18 mounted on the upper edge of each wall panel 10.
  • Part of a ringbeam element 20 is shown supported by one of the jacks 18.
  • the base plate 12 is wooden and has a central ridge 22 defined thereon which slots into a corresponding groove 24 in the lowest log of the wall panel 10.
  • the base plate 12 is anchored to a foundation which can be a standard concrete foundation or a wooden foundation, for example.
  • the type of standard used varies according to the position it occupies in a construction.
  • the standards 26 occupy the corner positions in a construction and are generally crescent-shaped in section, with a rounded outer surface.
  • the standards 16 occupy positions intermediate the corners in a construction and are generally H-shaped in section, with flat inner and rounded outer surfaces.
  • the standards 16 and 26 have pairs of opposed channels 28 defined therein.
  • the channels 28 are sized to accommodate tongues 30 extending from respective ends of each log 14.
  • the logs 14 mate with one another without being fixed together so that each log 14 can move separately relative to the standards 16 and 26.
  • a sealant strip (not shown) runs along the groove in each log so that a weatherproof seal is created between abutting edges of vertically adjacent logs 14.
  • the sealant strip may, for example, be of foam rubber.
  • One or more window frames can be placed at selected positions within the wall panel 10.
  • Door frames (not shown) can conveniently be placed between any adjacent standards 16 or 16 and 26.
  • the window and door frames are shaped with edges which can be accommodated within the channels 28 of the standards 16 and 26 and are movable vertically within the channels 28.
  • a ringbeam made up of several ringbeam elements 20, is secured to the tops of the standards 16 and 26. This is done with the use of nailplates or the like (not shown) to obtain a relatively integral frame for the entire structure.
  • a number of self-compensating jacks are used to support the ringbeam. The jacks are installed between the underside of the ringbeam and the upper log in each wall panel. When the jacks are activated, the standards are, in effect, placed in tension and the entire load to be borne by the ringbeam will now be transferred, through the jacks, to the logs in the panels.
  • a pair of such self-compensating jacks 18 are placed at equidistant intervals on the upper edge of each wall panel 10 and they support the ringbeam element 20 and any load attached to it at a substantially constant altitude, irrespective of any movement of the logs 14 due to settlement or shrinkage.
  • the self-compensating jacks 18 thus automatically maintain the height of the ringbeam element constant, thereby preventing any distortion which may occur in a wall or building as a result of any variation in the height of a wall panel 10.
  • Attached to the ringbeam element 20, as illustrated in Figure 2, are either roof trusses 40 or the upper storey of a double storey construction.
  • the jacks 18 illustrated in Figure 3 are hydraulic jacks, each extending between the upper edge of a wall panel 10 and the respective ringbeam element 20.
  • Each hydraulic jack 18 is linked to a hydraulic pump 42 by a pipe 44 which also runs along the upper edges of the wall panels 10.
  • These jacks have an advantage in that they can apply a substantially constant force to the ringbeam element 20 to support it and any load attached to it at a constant altitude, notwithstanding relative movement between the upper edge of the wall panel and the ringbeam element 20.
  • the jack illustrated in Figure 4 is a self-compensating spring jack.
  • the spring jack has a pair of end plates 48 and a long travel spring 50 located between the end plates.
  • the end plates 48 bear against the ringbeam element 20 and the upper edge of the respective wall panel 10, with the spring 50 under compression.
  • the spring 50 expands automatically with any decrease in altitude of the upper edge of the wall panel 10 due to settlement or shrinkage of the logs 14 to support any load bearing on the ringbeam element 20 at a substantially constant altitude.
  • the force exerted by the spring 50 varies with the degree of compression thereof.
  • the long travel of the spring ensures that the ringbeam element 20 is supported with an approximately constant force, maintaining it at a substantially constant altitude, even if the vertical movement of the wall panel is substantial.
  • a void 52 (illustrated in Figure 2), within which the jacks 18 are accommodated, extends between the upper edge of each wall panel 10 and the respective ringbeam element 20.
  • the void 52 is closed off by means of an internal cover strip 53 which is attached to the standards with screws, nails or the like. Externally the void 52 is closed by an external cover strip 54 secured to the standards 16, 26.
  • the cover strips 53, 54 seal the void 52 but do not impede the vertical movement of the wall logs 14 relatively to the standards 16 and 26.
  • the wooden parts of the wall panel 10 are all treated with a preservative under pressure so that the preservative impregnates each wooden element.
  • the preservative serves to reduce shrinkage in the wood and also makes it less susceptible to climatic changes.
  • the wall panels of the invention can maintain any load, for example a roof truss or an upper storey floor supported by the wall panel, at a substantially constant altitude irrespective of any vertical movement of the logs in the wall panel due to shrinkage or settlement, thereby reducing structural instability and any resultant distortion in a structure formed from the wall panels.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
EP19910300089 1990-01-25 1991-01-07 Wall panels, methods of construction thereof and buildings constructed therefrom Ceased EP0439252A3 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP96113609A EP0743404B1 (de) 1990-01-25 1991-01-07 Gebäude mit Wandpaneele und Verfahren zur Errichtung des Gebäudes

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
GB9001703 1990-01-25
GB9001703A GB2240556A (en) 1990-01-25 1990-01-25 Wall panel with self-compensating load-bearing supports

Related Child Applications (1)

Application Number Title Priority Date Filing Date
EP96113609A Division EP0743404B1 (de) 1990-01-25 1991-01-07 Gebäude mit Wandpaneele und Verfahren zur Errichtung des Gebäudes

Publications (2)

Publication Number Publication Date
EP0439252A2 true EP0439252A2 (de) 1991-07-31
EP0439252A3 EP0439252A3 (en) 1992-01-08

Family

ID=10669890

Family Applications (2)

Application Number Title Priority Date Filing Date
EP96113609A Expired - Lifetime EP0743404B1 (de) 1990-01-25 1991-01-07 Gebäude mit Wandpaneele und Verfahren zur Errichtung des Gebäudes
EP19910300089 Ceased EP0439252A3 (en) 1990-01-25 1991-01-07 Wall panels, methods of construction thereof and buildings constructed therefrom

Family Applications Before (1)

Application Number Title Priority Date Filing Date
EP96113609A Expired - Lifetime EP0743404B1 (de) 1990-01-25 1991-01-07 Gebäude mit Wandpaneele und Verfahren zur Errichtung des Gebäudes

Country Status (14)

Country Link
US (1) US5265390A (de)
EP (2) EP0743404B1 (de)
JP (1) JPH0626135A (de)
AP (1) AP214A (de)
AT (1) ATE195568T1 (de)
AU (1) AU641973B2 (de)
BR (1) BR9100255A (de)
CA (1) CA2032693A1 (de)
DE (1) DE69132375D1 (de)
GB (1) GB2240556A (de)
IL (1) IL96760A (de)
NZ (1) NZ236875A (de)
PL (1) PL288804A1 (de)
ZA (1) ZA909989B (de)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1996002712A1 (en) * 1994-07-18 1996-02-01 Caswold Hickson Lee Building blocks and method of building construction
WO1997011236A1 (en) * 1995-09-07 1997-03-27 New Horizon Properties Pty. Ltd. Building structures and construction methods
DE19920566C1 (de) * 1999-05-05 2000-10-19 Rainer Drechsler Gartenhaus
FR2850419A1 (fr) * 2003-01-27 2004-07-30 Scierie Piveteau Panneau bois et cloture bois obtenue a partir de tels panneaux
CN104847758A (zh) * 2015-04-14 2015-08-19 吴中区光福明仕阁古典家具厂 一种穿带榫连接结构
EP2567042A4 (de) * 2010-01-21 2015-11-11 Hipe Innovation Ab Bauelemente für gebäude

Families Citing this family (23)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5367844A (en) * 1993-05-10 1994-11-29 La Force Hardware & Manufacturing Co. Panel construction which includes slats of recycled plastic
US5577356A (en) * 1994-03-25 1996-11-26 Panabode Cedar Homes, Inc. Pre-cut building method and structure
FI960734L (fi) * 1996-02-16 1997-08-17 Heikki Sillanpaeae Liitosrakenne
GB9719489D0 (en) * 1997-09-12 1997-11-19 Bland Arthur A A barbecue
US6199332B1 (en) 1998-08-20 2001-03-13 Randall W. Ellson Log facade
US6418680B1 (en) * 1999-04-16 2002-07-16 Dennis P. Calkins Log panel system with panels comprising a plurality of stacked logs and an end board fixedly attached to the ends of each panel
US6363672B1 (en) * 2000-02-14 2002-04-02 Daniel A. Baker Log home construction, and methods
FR2819280A1 (fr) * 2001-01-05 2002-07-12 Bruno Delalande Rondin pour la realisation de constructions en bois et structure de mur ainsi realisee
US6588161B2 (en) * 2001-04-27 2003-07-08 William Harry Smith Laminated construction elements and method for constructing an earthquake-resistant building
US20040255531A1 (en) * 2003-06-19 2004-12-23 Middleton Jeff C. System for finishing openings in log structures
US20050188644A1 (en) * 2004-02-10 2005-09-01 Moure Manuel E. Prefabricated Structural Panel of Post-Stressed Wood for the Manufacture of Immovable Properties
US20060248825A1 (en) * 2005-04-09 2006-11-09 Robert Garringer Panelized Log Home Construction
US20080134599A1 (en) * 2006-12-08 2008-06-12 Raymond Ward Downing Swedge interlok system
US8615963B2 (en) * 2007-08-28 2013-12-31 Robert A. Wrightman Log wall connector system
JP5493271B2 (ja) * 2008-01-24 2014-05-14 株式会社大林組 間仕切壁、間仕切壁の構築方法、壁ブロック
CA2622773C (en) * 2008-02-19 2012-11-27 David A. Loeks Modular log building construction
US20100154334A1 (en) * 2008-12-19 2010-06-24 White Larry E Wood-walled log structure having durable butt joints and method of manufacturing the same
US8863445B2 (en) * 2010-08-24 2014-10-21 Empire Technology Development Llc Reinforced concrete dense column structure systems
WO2012024816A1 (en) 2010-08-24 2012-03-01 Empire Technology Development Llc Prefabricated wall panels
US8341898B1 (en) 2011-06-30 2013-01-01 Grand Log Homes LLC Modular log assembly system
ITUB20153496A1 (it) * 2015-09-09 2017-03-09 Univ Degli Studi G Dannunzio Chieti Pescara Sistema costruttivo ad ossatura portante in calcestruzzo armato o in acciaio integrato con pannelli di tamponatura in legno.
RU2661518C1 (ru) * 2017-07-27 2018-07-17 Дмитрий Александрович Понтяев Деревянная панель
US10982436B1 (en) * 2020-01-03 2021-04-20 John P. Ross Log wall construction

Family Cites Families (20)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB879936A (en) * 1957-02-04 1961-10-11 Pynford Ltd Improvements in or relating to the supporting or jacking of buildings
US3292321A (en) * 1963-12-24 1966-12-20 Schans Paul A Vander Mobile partition
SE318984B (de) * 1967-11-08 1969-12-22 Jeppesens V Savvaerk As
GB1260281A (en) * 1967-12-25 1972-01-12 Richard Thomas & Baldwins Ltd Improvements in or relating to building constructions
AU437884B2 (en) * 1970-01-21 1973-07-10 Improvements in or relating to industrialized building systems
GB1422719A (en) * 1973-02-20 1976-01-28 Gibbs Bright Co Pty Building structure
US3979862A (en) * 1975-03-21 1976-09-14 Gibbs Bright & Co. Building structure
NZ186060A (en) * 1975-04-04 1980-11-14 D S Napier Wall panel inner and outer cladding
DE2557231A1 (de) * 1975-12-19 1977-06-30 Werner Treiber Vollholz-stallwand fuer tierstaelle
NZ180673A (en) * 1976-04-23 1979-03-16 Spence D Web roll dispenser
FR2386655A1 (fr) * 1977-04-05 1978-11-03 Lecoze Rene Cloison demontable
WO1980000357A1 (fr) * 1978-07-24 1980-03-06 W Franke Systeme de paroi de separation mobile
US4250677A (en) * 1979-02-05 1981-02-17 Guy D. Marcocci Wall structure
FR2456177A1 (fr) * 1979-05-11 1980-12-05 Ligeard Guy Procede d'erection d'une paroi constituee de madriers et application a la construction de chalets en bois
FR2486858B1 (fr) * 1980-03-13 1987-06-12 Gibielle Hector Procede d'assemblage pour construction de maison en bois massif
NZ193313A (en) * 1980-03-31 1984-07-31 D J S Reid Log cabin walls using fillets
NZ197910A (en) * 1981-07-31 1985-07-12 P F Peeters Building & method:full round vertical poles with machined edge along outer surface joined to wall sections by connectors
NZ212519A (en) * 1984-06-25 1988-11-29 Trio Dev Pty Ltd Building components with curved interlocking pieces for self supporting structure
DE3804525A1 (de) * 1988-02-13 1989-08-24 Wolfgang Schreiber Saunawand aus blockbohlen
US4825610A (en) * 1988-03-30 1989-05-02 Otto Gasteiger Adjustable door jamb and ceiling channel

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1996002712A1 (en) * 1994-07-18 1996-02-01 Caswold Hickson Lee Building blocks and method of building construction
WO1997011236A1 (en) * 1995-09-07 1997-03-27 New Horizon Properties Pty. Ltd. Building structures and construction methods
DE19920566C1 (de) * 1999-05-05 2000-10-19 Rainer Drechsler Gartenhaus
EP1050635A3 (de) * 1999-05-05 2002-11-06 Rainer Drechsler Gartenhaus
FR2850419A1 (fr) * 2003-01-27 2004-07-30 Scierie Piveteau Panneau bois et cloture bois obtenue a partir de tels panneaux
ES2286912A1 (es) * 2003-01-27 2007-12-01 Scierie Piveteau Panel de madera y cercado obtenido a partir de dichos paneles.
ES2286912B2 (es) * 2003-01-27 2008-11-16 Scierie Piveteau Panel de madera y cercado obtenido a partir de dichos paneles.
EP2567042A4 (de) * 2010-01-21 2015-11-11 Hipe Innovation Ab Bauelemente für gebäude
CN104847758A (zh) * 2015-04-14 2015-08-19 吴中区光福明仕阁古典家具厂 一种穿带榫连接结构

Also Published As

Publication number Publication date
AU641973B2 (en) 1993-10-07
GB9001703D0 (en) 1990-03-28
PL288804A1 (en) 1991-10-21
IL96760A (en) 1993-04-04
BR9100255A (pt) 1991-10-22
EP0439252A3 (en) 1992-01-08
ATE195568T1 (de) 2000-09-15
AP214A (en) 1992-08-24
JPH0626135A (ja) 1994-02-01
ZA909989B (en) 1991-10-30
IL96760A0 (en) 1991-09-16
EP0743404A1 (de) 1996-11-20
AP9000235A0 (en) 1991-01-31
CA2032693A1 (en) 1991-07-26
EP0743404B1 (de) 2000-08-16
DE69132375D1 (de) 2000-09-21
AU6987391A (en) 1991-08-01
GB2240556A (en) 1991-08-07
NZ236875A (en) 1994-05-26
US5265390A (en) 1993-11-30

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